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Network station details

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General Information

Station Name Nimbin Image of CORS Antenna
Partner(s) Lismore City Council
Status (not a live update) Operational
CORSnet-NSW Release Date August 2013
Station Code NMBN
SCIMS Number TS 12213
Receiver LEICA GR30
Antenna LEIAR10         NONE
Antenna Height (ARP) 0.000 m
IGS Site Log Geoscience Australia


GNSS Tracking Settings


Note: ON = Available and Enabled, OFF = Available but Not Enabled, N/A = Not Available


CORSnet-NSW Coordinates


Datum Coordinate Source
X GDA2020 -5003808.171 Reg13
(PDF 450 kb)
Y GDA2020 2524144.783 Reg13
(PDF 450 kb)
Z GDA2020 -3034894.361 Reg13
(PDF 450 kb)
Latitude GDA2020 -28 35 52.18490 Reg13
(PDF 450 kb)
Longitude GDA2020 153 13 53.68339 Reg13
(PDF 450 kb)
Easting MGA2020
Zone 56
522642.539 Reg13
(PDF 450 kb)
Northing MGA2020
Zone 56
6836548.236 Reg13
(PDF 450 kb)
Derived AHD71 Height (2020) Approximate AHD71 73.292 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 38.722 Geoscience Australia
Ellipsoidal Height GDA2020 112.014 Reg13
(PDF 450 kb)



Datum Coordinate Source
X GDA94 -5003807.398 Conformal transformation from GDA2020
Y GDA94 2524145.037
Conformal transformation from GDA2020
Z GDA94 -3034895.628
Conformal transformation from GDA2020
Latitude GDA94 -28 35 52.22999
Conformal transformation from GDA2020
Longitude GDA94 153 13 53.66227
Conformal transformation from GDA2020
Easting MGA94
Zone 56
522641.963 Conformal transformation from GDA2020
Northing MGA94
Zone 56
6836546.850 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 73.328 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 38.787 Geoscience Australia
Ellipsoidal Height GDA94 112.115 Conformal transformation from GDA2020

Note: These horizontal coordinates are equivalent to GDA94(2010) i.e. no distortions. They are different to those found in SCIMS Online, which are GDA94(1997) coordinates i.e. with distortions. The heights are different to those found in SCIMS Online, which are local AHD71 heights. SCIMS Online values for CORS are determined by local tie surveys which connect to the local survey control network.


GNSS Monitoring

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Note: The above graph indicates the long term stability of a CORSnet-NSW station and does not represent actual daily movement. The results are calculated daily and trends are monitored by CORSnet-NSW staff. The diagrams shown are currently updated monthly. Daily differences in CORS position at the millimetre-level are within the limits (noise level) of current DFSI Spatial Services processing techniques.


Reference Mark Monitoring

Monitoring survey not available for this CORS.

Note: The above tables quantify the movement of the CORS pillar with respect to local reference marks. Surveys are carried out at installation and then after 6 months, 18 months and every two years thereafter. The techniques used, as specified by Geoscience Australia, achieve sub-millimetre precision and can detect minute movements in position or height.

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